HomeMy WebLinkAboutApproved Site Plan 0817232286"229CM442CM462TRPLOHE
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8'' W8'' W2'' W2'' W4'' SS
4'' SS 4'' SS4'' SS4'' SS4'' SSSTORM DRAIN
GRATE INLET
ELEV TOP = 330.50
ELEV FL = 328.7012" RCP12" RCP
STORM DRAIN
INLET
ELEV TOP = 329.12
ELEV FL = 324.15
42" RCPSANITARY SEWER MANHOLE
ELEV TOP = 332.03
ELEV FL = 329.51
SANITARY SEWER
MANHOLE
ELEV TOP = 330.22
ELEV FL W = 325.65
ELEV FL N = 325.48
ELEV FL S = 325.46
SANITARY SEWER
MANHOLE
ELEV TOP = 329.92
ELEV FL W = 327.09
ELEV FL N&E = 326.48
ASPHALTSUNNYMEADE DR
SUNNY MEADE ADDITIONSKAGGS-ALBERTSONS SUBDIVIS
I
O
NASPHALT ASPHALT
A
S
P
H
A
L
T
CONCRETECONCRETEC
O
N
C
R
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CONCRETE WALKCONCRETE WALKCONCRETE WALKASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
AS
P
H
A
L
T
LOT 1 LOT 7LOT 8LOT 9LOT 10LOT 111
2
'
D
R
A
I
N
A
G
E
&
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I
L
I
T
Y
E
A
S
E
M
E
N
T
(
P
L
A
T
5
-
2
2
0
1
A
)
25' DRAINAGE & UTILITY EASEMENT
(
P
L
A
T
5
-
2
2
0
1
A
)P.O.B.8' UTILITY EASEMENT (PLAT 5-159)12' DRAINAGE & UTILITY EASEMENT (PLAT 5-159)25' BUILDING SETBACK25' BUILDING SETBACK & LAND USE BUFFERWALL, PAVEMENT &
PARKING EASEMENT
BK 1359, PAGE 179
BK 1362, PAGE 363 S 87°51'44" E 200.00'RODNEY PARHAM RD125' BUILDING
SETBACK
12" RCP
UGFOUGFOUGFOUGFOUG
T
UGT UGT UGTUGTUGTUGTUGTUGTUGTUGT
UGT
CONCRETE DRAINAGE CHANNEL12" RCP(UNABLE TO LOCATE OLD GASSERVICE)11.5'50' RIGHT-OF-WAY
R/WR/WR/WR/W15' STREET BUFFERPROPOSED
CONDITIONED STORAGE BUILDING
3 STORY BUILDING
37 FEET HEIGHT12.0'70' RIGHT-OF-WAYPROPOSED 10'
ROW DEDICATION
12.0'12.0'14.2'
5.
0
'
LANDSCAPE AREA
LANDSCAPE AREA
L
A
N
D
S
C
A
P
E
A
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LA
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C
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LANDSCAPE AREA55.1'LANDSCAPE AREA
LANDSCAPE AREACONCRETE APRON18.0'9.
0
'
T
Y
P36.0'10.0'10.0'10.0'12.0'15.0'
15
.
1
'41.7'EXIT ONLYEXIT ONLYLANDSCAPE AREA24.8'24.5'GATE
23.1'GATE22.0'
TYP.9.0'NO PARKING
LEFT TURN
ONLY
INTERNAL
LOADING
BAY
FH
W M
W M
W MTPTPFH TPW M
S
S
S
S
S
52.7'38.3'
23.0'11.5'25.2'75.0'5
0
.
0
'19.8'144.8'64.6'125.9'164.7'295.0'
9
0
.
1
'
25.7'
OFFICE
SIGHT LIGHTING
FIXTURE, TYPICAL128.19'GATE KEY
PAD
CONCRETE
SIDEWALK
EXISTING FIRE
HYDRANT
EXISTING FIRE
HYDRANT
GATE KEY
PAD
EXISTING 8' HT. MASONRY
TRASH ENCLOSURE TO BE
REMOVED AND REPLACED
W/ NEW 8' HT. MASONRY
TRASH ENCLOSURE
GATE KEY
PAD LANDSCAPE AREANEW 6' PRIVACY
FENCE
EXISTING MASONRY
WALL TO REMAIN
15' BUILDING
SETBACK
12' LAND USE
BUFFER
NO WINDOWS THIS AREA
NO WINDOWS THIS AREAEXISTING MASONRY
WALL TO REMAIN
MASONRY WALL PER
INSTRUMENT #80-52038
FL ELEV. = 324.53
24
"
C
M
P
STORM DRAIN
GRATE INLET
ELEV TOP = 328.25
ELEV FL = 325.97
APPROXIMATE STORM
JUNCTION LOCATION
(UNABLE TO LOCATE)
FL ELEV. = 330.37
FL ELEV. = 328.12
15" RCP
STORM DRAIN
CURB INLET
ELEV TOP = 330.80
ELEV FL = 327.80
D
FL ELEV. = 329.06
12" RCP 15' BUILDING SETBACKC1N09°21'34"
W
5
0
.
0
0
'C2C3N87°55'40"W 95.05'S87°51'53"E 57.97'N03°01'03"E 149.98'
N01°23'25"E 96.36'
N2
6
°
0
4
'
2
5
"
E
1
0
6
.
6
6
'N61°12'55"W 125.90'S
3
9
°
0
4
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6
"W
1
5
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.
8
8
'
S02°24'37"W 324.84'S87°51'44"E 200.00'CURB &
GUTTER, TYP
4
5
5
2
3
PROJECT SIGN -
MAXIMUM SIZE
36' HT X 160 SF AREA
CURVE TABLE
CURVE #
C1
C2
C3
DELTA ANGLE
012.80
010.66
002.15
RADIUS
188.38
138.38
138.38
ARC LENGTH
42.09
25.74
5.20
CHORD DIRECTION
N87° 05' 22"E
S86° 10' 12"W
N87° 25' 33"W
CHORD LENGTH
42.00''
25.70''
5.20''
0 10 20 4020
1 inch = 20ft.
( IN FEET )
PLAN SCALE
NZ:\23-00\23-29 - Rodney Parham - Storage Space\Design Drawings\23-29 RODNEY PARHAM.dwg 3/13/23 at 4:18pmRODNEY PARHAM STORAGESTORAGE SPACE, LLCLITTLE ROCK, ARKANSASORIGINAL SIGNATURE ON FILEENGINEERINGD VI SOND210 W. ARCH AVE., STE. DSEARCY, AR 72143TEL 501.388.2178PRO,ECT ENG DRA9N $Y
DATE
SCALE ,O$ NUM$ER
MARCH ,
$CD
DEÄ1" = 20'
CUP
JGB
CUP SITE PLAN
REVIEW
VICINITY MAP
LEGAL DESCRIPTION
PART OF THE N12 OF THE SW1 4, NE 1 4 OF SECTION 2, TOWNSHIP 1 NORTH, RANGE 13 WEST, IN THE
CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A 5 8" IRON PIPE AT THE SOUTHEAST CORNER OF LOT 1, SKAGGS-ALBERTSON
SUBDIVISION AND BEING 200' EAST OF THE SOUTHWEST CORNER OF SAID N1 2, SW1 4, NE1 4; THENCE
S87°51'08"E FOR 200.00'; THENCE N02°57'12"E FOR 150.00' TO A 5 8" IRON PIPE; THENCE
S87°54'48"E FOR 58.00' TO THE BEGINNING OF A CURVE AND A 5 8"IRON PIPE; THENCE ALONG SAID
CURVE TURNING TO THE LEFT THROUGH AN ANGLE OF 12°48'03", HAVING A RADIUS OF 188.38',
AND WHOSE LONG CHORD BEARS N87°02'27"E FOR 42.00' TO A 5 8" IRON PIPE; THENCE N09°21'34"W
FOR 50.00' TO THE BEGINNING OF A CURVE AND 5 8" IRON PIPE; THENCE ALONG SAID CURVE
TURNING TO THE RIGHT THROUGH AN ANGLE OF 10°46'52", HAVING A RADIUS OF 138.38' AND
WHOSE LONG CHORD BEARS S86°01'52"W FOR 26.00' TO THE BEGINNING OF A CURVE AND A
5 8"IRON PIPE; THENCE ALONG SAID CURVE TURNING TO THE RIGHT THROUGH AN ANGLE OF
02°01'11", HAVING A RADIUS OF 138.38' AND WHOSE LONG CHORD BEARS N87°34'07"W 4.88' TO
AN 5 8" IRON PIPE; THENCE N87°54'48"W FOR 95.10' TO A 5 8" IRON PIPE; THENCE N01°23'36"E FOR
96.37' TO A 5 8" IRON PIPE; THENCE N26°02'15"E FOR 106.70' TO A 5 8" IRON PIPE ON THE
SOUTHERLY RIGHT OF WAY LINE OF RODNEY PARHAM ROAD; THENCE N61°26'33"W ALONG SAID
SOUTHERLY RIGHT OF WAY LINE FOR 125.80' TO A 5 8" IRON PIPE AND THE EASTERLY LINE OF SAID
1; THENCE S39°06'27"W FOR 156.39' ALONG SAID EASTERLY LINE TO A 5 8" REBAR; THENCE
CONTINUE ALONG SAID EASTERLY LINE S02°23'27"W FOR 324.84' TO THE POINT OF BEGINNING.
NOTE:
COUNTY ASSESSOR RECORDS INDICATE THE THE SUBJECT PROPERTY CONSIST OF PART OR ALL OF
LOTS 2, 3, 7, 8, 13 & 14 OF SATTERFIELD SUBDIVISION. THE EXCLUSIVE RIGHT OF WAY AND
EASEMENT DEED TO THE CITY OF LITTLE ROCK FILED AT INSTRUMENT NO. 80-21656 STATES THAT
THE SATTERFIELD SUBDIVISION IS UNRECORDED. PRIOR 2009 SURVEY OF SUBJECT PROPERTY (PS
1215) INDICATES THE THERE IS "NO PLAT OF RECORD". THE ONLY KNOWN RECORD OF SAID
SUBDIVISION IS FROM THE COUNTY SURVEYORS PLAT BOOK AT PAGE 12-B, WHICH DEPICTS THE
LAYOUT OF THE LOTS AND STREETS, HOWEVER DOES NOT CONTAIN DEDICATION STATEMENT,
ACCEPTANCE BY ANY CITY OR COUNTY AUTHORITY, AND NO CERTIFICATIONS OR SIGNATURES. NO
OTHER DOCUMENTS OR INFORMATION HAVE BEEN PROVIDED TO THE SURVEYOR REGARDING THE
SATTERFIELD SUBDIVISION. IT IS UNKNOWN AS TO WHETHER THIS SUBDIVISION LEGALLY EXIST
OR HOW IT MAY OR MAY NOT AFFECT THE SUBJECT PROPERTY.
SS RODNEY PARHAM LLC
PO BOX 429
LAVON, TX 75166
OWNER & DEVELOPER
DAVIDSON ENGINEERING
210 W. ARCH AVE., STE D
SEARCY, AR 72143
ENGINEER
1.PROPERTY ADDRESS: 102 SOUTH RODNEY PARHAM ROAD
2. TOTAL ACREAGE: 1.867±
3. NUMBER OF LOTS 1
4. EXISTING LAND USE DESIGNATION: COMMERCIAL
5. EXISTING ZONING: C-3, GENERAL COMMERCIAL
6. PROPOSED USE: CONDITIONED STORAGE FACILITY
7. BUILDING AREA: 120.774± SF
8. STORAGE UNITS: 750±
9. SITE LIGHING FIXTURES WILL BE MOUNTED ON THE BUILDING
EXTERIOR AT AN ELEVATION OF 9.0± FEET ABOVE FINISHED
FLOOR. FIXTURES WILL BE DIRECTIONAL AND AIMED
DOWNWARD TO THE SITE SURFACE.
10. ACCORDING TO FEMA FLOOD RATE MAP (FIRM) COMMUNITY
PANEL NO. 05119C 0338G DATED JULY 6, 2015, THE ABOVE
DESCRIBED PROPERTY IS LOCATED IN ZONE X AND DOES NOT
LIE IN THE 100 YEAR FLOOD PLAIN.
LEGEND
PROPERTY LINE
CENTERLINE
BUILDING SETBACK
EASEMENT
WATER LINE
OVERHEAD POWER
UNDERGROUND TELEPHONE
SEWER LINE
UNDERGROUND FIBER
PAINTED / THERMOPLASTIC STRIPING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE SIDEWALK
LANDSCAPING
SANITARY SEWER MANHOLE
PARKING STALL COUNT
FIRE HYDRANT
WATER VALVE
TELEPHONE PEDESTAL
POWER POLE
POWER POLE W/ LIGHT
LIGHT POLE
FOUND MONUMENT
SHADE & BUFFER TREES
S
X''W
OHE
UGT
X''SS
FH
XXX.XX
TP
UGFO
XX
PROJECT INFORMATION
1. A VARIANCE FROM SECTION 36-522 TO ALLOW
A 15 FOOT STREET BUFFER.
2. A VARIANCE FROM SECTION 36-522 TO ALLOW
GRADING WITHIN THE NORTHERN 15 FEET OF
THE SOUTHERN LAND USE BUFFER (CURRENTLY
PAVED AREA).
VARIANCES REQUESTED
Approved Site Plan 7/13/23